Finite Element Procedures in Probabilistic Assessment of Thin-walled Steel Columns

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU117735" target="_blank" >RIV/00216305:26110/15:PU117735 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Finite Element Procedures in Probabilistic Assessment of Thin-walled Steel Columns
Original language description
The present paper describes the stochastic approach to the reliability optimization of thin-walled steel columns. The shape of imperfections of a column is taken into consideration according to local and global buckling modes. The interaction between global and local buckling modes causes a collapse of thin-walled columns. The size of imperfections which influences the decrease of load carrying capacity is random. The load carrying capacity is an output random quantity. The design load carrying capacityevaluated by statistic analysis is compared with the design load carrying capacity according to design standards. The reliability of a carrying thin-walled column is assessed, and reasons of calibration of standard procedures aimed at obtaining the optimum design reliability and economy are discussed.
Czech name
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Czech description
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Project
<a href="/en/project/GA14-25320S" target="_blank" >GA14-25320S: Aspects of the use of complex nonlinear material models</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach

Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proc. of the 9th Int. Conf. on Continuum Mechanics (CM '15)
ISBN
978-1-61804-346-7
ISSN
2227-4359
e-ISSN
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Number of pages
6
Pages from-to
201-206
Publisher name
Neuveden
Place of publication
Rome (Italy)
Event location
Roma
Event date
Nov 7, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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